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PLANS. • areaLo yr frif.,119.4,41.11C Vex 1. • • s. LiVi G /ZOO col v i b ) 0 4— I) a -) of' oil' c.f O • . - /4 04 /3XID 6011 a- . ,,, re 210111,........vvit.acvIlassatuars - - --. , 11K .I. aa.... vvve.... vAll.... -- . v .-..a.....caa o -le-abate-sr. a'....i.a Is ...-....... ...1I ANL „ a... a..,, ...r.....: 3.■ ,lar ,.... as • -1.. eye:. s.--vv va.............-..t..v. a.- ...... ar at 702,......t.prAILV7,... six.. sa _ _ A Rcp tlaf 3 co.Q1Lant..________ALQ 1: C A H ir.14.t.E C i e) 4 A IA) LLJJ - (. gej,z00.- 2 - eA) ftd-(01 1 0 '10 • <c)'' SCALE: 0.,E :s/) if/ es° cop)of Ns (It 5_ 1 Nil I Sq.- (as' .. , ,f M , dela e .?99 /vg SA. - - xi • I APPROVED BY: DRAWN SY REVISED C CYIERYS4t441t41.3ASEB C) 1'? (1' 1.1 • ft % • A ) ..") (.; /VC s OFFICE: 5139 8. W. 8TH ST. SURVEY OF LOT v. a FI t t \V 1Z T 1 f 2. 3 BLOCK 7 SUBDIVISION JW /417f/ 5f /v?" s ` _5'C ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK No 1 AT PAGE NO. 3/ PUBLIC RECORDS OF P COUNTY. FLORIDA. ,o t r DATE, f�PR/ 20 1 5 r fr /Y. &Ms i)J[�er T �3 '.l r ton Ac o 1. HEREBY CERTIFY THAT THE ATTACHED LOCATIPN SKETCH SCALE 1' SKETCH REPRESENTS A RECENT SURVEY MADE - ) t UNDER MY DIRECTION. AND 1S TRUE AND COR- J - ---• -._ �, r a RECT TO THE BEST OP MY KNOWLEDGE AND BELIEF. • NE 93 E' STREE g i ft 11 '1.) 9 l 6 S_ 4 - — iii• r - 3 io is /4 1J 2a 21 1. 3 •v L 17f7 , 1d Claw E. N E . 91 tI 5 r, ?fer C. p. CO.. NO. 3036 -1O -U 102,4 THOMAS J. KELLY CIVIL ENGINEER -- LAND SURVEYOR TELEPHONE: MIAMI. FLORIDA 48 - 0504 SURVEY NUMBER 5 Lei 2/ I. 9 /k1 �''1 /f 8' V./I(1 L' Pariye'r Te/. '/ /,� ee 11;41 /h 01/c1 • 5;4 /k A T eh 5T 7s /?- -",Ai 1 3 ' THEM ARE NO ENCROACHMENTS. /1 REGISTERED ENGINI<EW# 3161 REGISTERED LAND SURVEYOR'S 6Z6 STATE OF FLORIDA. To 'SI cif (Jog. x 2.4-3 LOT QETAIL$° SCALEC 1' 2 1= � i I `f 12.t 0 Y' O 1 rill- A � '-� s_ 5$.a--- � TO e.Lu( Va.' c:0" r $'gI I ©ctc CI 0 . e ----mot t./ T__I__4_...__z ail i - `' Vim 43 ? _ -- - ,) , .. �G 1 1.- 2 1 r V ..._.,_,.,_. t P ,(4( 13%1°- (/ °t I �� , t_'"*A,o___ ` yam. �I _,_ tt-%_tF___ e- _ - QtAil-__GE 4.-- k; a_u_ I 1 �Sqa 11 t 0-S 0 ' ....—•:--.cP-- /4 ' 74* 01 _ _ to 4,0:2..c., I , , ___, . s% ice 0)14)1 c gAirc100 . 1 n., A. sric c 2� fah - ,o ' N \I 0 11 - 1 - N-sAt v 10 sw':sriW ■ 1 .471 , 3', r." 'sr n-rt-reirF■rs. ,t•wwfl."-e-wW • • ..7%.:',:s, • , 4.-.., E ., ... 17 i !''::' ".' 4 1 " , ,!.. ks, - • ..-,—, ss if !; 4 4.: .„ ■ 1 .471 , 3', r." 'sr n-rt-reirF■rs. ,t•wwfl."-e-wW GENERAL NOTES ALL CONSTRUCTION (LABOR, WORK AND MATERIALS) SHALL COMPLY ANC BE IN FULL ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE AND ANY OTHER APPLICABLE FEDERAL, STATE, COUNTY AND CITY CODES, ORDINANCES, RULES AND REGULATIONS, HAVING JURISDICTION OVER THIS WORK. THE CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS AS REQUIRED HEREIN AND ON THE DRAWINGS IN FULL ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES, ORDINANCES AND REGULATIONS HAVING JURISDICTION OVER THIS WORK. NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN ACTUAL SITE ONDITIONS AND THOSE SHOWN ON THESE DRAWINGS AND OF ANY ISCREPANCIES WITHIN THESE DRAWINGS. DO NOT CONTINUE WORK NTIL THE ARCHITECT HAS BEEN NOTIFIED. LECTRICAL, MECHANICAL AND PLUMBING SYSTEMS DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS UNLESS SPECIFICALLY DIMENTIONED. THE CONTRACTOR SHALL COORDINATE THE ORK WITH THE OTHER TRADES TO AVOID INTERFERENCE. SHOULD ANY WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS OR SUBCONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. BURGLARY INTRUSION NOTE: ALL DOORS, WINDOWS, GLAZING AND HARDWARE SHALL COMPLY WITH THE PROVISIONS FOR INTRUSION AND BURGLARY SECURITY IN NEW CONSTRUCTION AS SET FORTH IN CHAPTER 8C OF THE METROPOLITAN DADE COUNTY CODE. ENERGY CONSERVATION NOTE: ALL EXTERIOR OPAQUE WALLS, MANUFACTURED AND SITE CONSTRUCTED DOORS AND WINDOWS (GLAZED AREAS), CEILINC AND ATTIC SPACES AND ALL HVAC AND WATER HEATING SYSTEMS SHALL COMPLY WITH ALL PERTINENT PROVISIONS AND REGULATIONS SET FORTH IN THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION AND ALL REQUIREMENTS AS OUTLINED IN THE ATTACHED SECTION 10 CALCULATIONS. SOIL STATEMENT: EXISTING FOOTING IS ASSUMED TO HAVE BEEN DESIGN FOR ONE STORY AND TO PEAR ON UNDISTURBED NATURAL SANG AND ROCK OF A MINIMUM SAFE BEARING CAPACITY OF 2,500 P.S.F. FOOTINCS WAS ASSUMED TO BE CARRIED TO AT LEAST THE DEPTH SHOWN ON THE DRAWINGS.. IF IMFORMATION IS NOT ACCURATE, NOTIFY ARCHITECT FOR POSSIBLE REDESIGN OF FOOTINGS. CONTRACTOR SHALL VISIT SITE, BECOME FAMILIAR AND VERIFY EXISTING CONDITIONS AND GENERAL REQUIREMENTS AS THEY AFFECT THE WORK, PRIOR TO SUBMITTING HIS PROPOSAL OR BID. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING ALL 1ORK AS INDICATED ON THE DRAWINGS. CONTRACTOR IS TO TAKE REASONABLE ACTIONS IN PROTECTING EXISTING •STRUCTURES. CONTRACTOR TO REPAIR OR REPLACE, TO MATCH EXISTING, ANY DAMAGED OR DISTURBED AREAS OF EXISTING CONSTRUCTION DUE TO NEW WORK. CONTRACTOR IS TO REMOVE ALL GARBAGE, DEMOLITION AND DEBRIS FROM SITE. THE CONTRACTOR SHALL OBTAIN AND PAY FOR A GENERAL BUILDING PERMIT, AS WELL AS FOR ANY AND ALL OTHER PERMITS, INSPECTIONS, TEMPORARY SERVICES AND /OR ADDITIONAL SURVEYS REQUIRED BY LAW FOR THE WORK OR DEEMED ADVISABLE BY THE CONTRACTOR. THE CONTRACTOR SHALL PAY FOR ALL TAXES AND HOOK -UP CHARGES, TEMPORARY SERVICES AS WELL AS FOR ALL ROYALTIES AND LICENSE FEES. HE SHALL DEFEND ALL SUITS AND /OR CLAIMS FOR INFRINGEMENT OF ANY PATENT RIGHTS, AND SHALL SAVE THE OWNER AND ARCHITECT HARMLESS FROM LOSS ON ACCOUNT THEREOF. THE CONTRACTOR SHALL GIVE PROMPT NOTICE TO THE ARCHITECT IF ANY ARTICLE OR PROCESS SPECIFIED CONSTITUTES AN INFRINGEMENT OF A PATENT. ALL OF THE ABOVE SHALL BE DONE WITHOUT ADDITIONAL EXPENSE TO THE OWNER. THE CONTRACTOR SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. THE CONTRACTOR SHALL SUBMIT ONE REPRODUCIBLE COPY OF SHOP DRAWINGS AND /OR SPECIFICATIONS FOR ALL CUSTOM FABRICATED ITEMS AS WELL AS PROVIDE SPECIFICATIONS AND SAMPLES FOR ALL EQUIPMENT, MATERIALS, MILLWORK AND COLORS, AS THE ARCHITECT REQUIRES (AT NO COST TO THE OWNER OR THE ARCHITECT) FOR HIS APPROVAL. THIS SHALL BE DONE IN A TIMELY FASHION SO AS NOT TO DELAY JOB PROCRESS. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR IF INSTALLATION OR MATERIALS USED ARE DEVIATED FROM THE ORIGINAL LAYOUT OR SPECIFICATION. THE CONTRACTOR SHALL CHALK -LINE ALL PARTITIONS IN THE FIELD AND NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION FOR ARCHITECT'S APPROVAL OF LAYOUT. 14 iL.T : r I o t•l f.5 -tti• - fi rm s • A 1 e' ct t 1 - � 1 T 4 t E =�c 1 J 1-il IA NA 1 ;--10 g '3 = L. ALL NEW WALL INFILLS SHALL BE MADE TO MATCH THICKNESS AND MATERIALS OF ADJACENT CONSTRUCTION. WHENEVER THE PLANS (OR FIELD CONDITIONS) CALL FOR ANY EXISTING ITEMS TO REMOVED AND /OR RELOCATED FROM CEILING, WALLS OR FLOORS, AND THESE SURFACES OR AREAS ARE TO BE LEFT EXPOSED TO VIEW AND /OR RE- USED; THE CONTRACTOR SHALL ENSURE THAT ANY AND ALL SURFACE IMPERFECTIONS PRESENT AFTER ITEM REMOVAL ARE RIPAIRED AS REQUIRED TO MATCH EXISTING SURROUNDING SURFACE. FILL HOLE AND CRACKS AND SMOOTH -OUT SUMPS AS REQUIRED TO MATCH EXISTING WALL MATERIALS AND FINISH OR AS REQUIRED TO BE SUITABLE FOR THE INSTALLATION OF NEW WALL FINISH. REPAIR ANY VOIr. OR HOLES LEFT IN THE SLAB BY FILLING WITH CONCRETE. MAKE SURFACE SMOOTH AND FLUSH WITH EXISTING, SUITABLE FOR INSTALLATION OF NEW FLOOR FINISH. PRIME AS REQUIRED, BEFORE PAINTING, ALL NEW GYPSUM WALLBOARD, STUCCO, PLASTER AND WOOD. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL OTHER CONTRACTORS, SUBCONTRACTORS AND TRADES,.WHETHER HIS OWN OR THOSE OF ANY SEPARATE CONTRACTS LET BY THE OWNER. WHENEVER IN THESE DRAWINGS AND OR SPECIFICATIONS, ANY MATERIAL OR PROCESS IS INDICATED OR SPECIFIED BY PATENT OR PROPRIETARY NAME AND /OR BY THE NAME OF THE MANUFACTURER, IT SHALL BE CONSIDERED THAT SUCH SPECIFICATION IS USED TO FACILITATE DESCRIPTIONS OF MATERIAL AND /OR PROCESS DESIRED, AND ANY MATERIAL OR PROCESS SO INDICATED SHALL BE DEEMED TO BE FOLLOWED BY THE WORDS "OR EQUIVALENT ". IF A SUBSTITUTE OFFERED BY THE BIDDER IS NOT FOUND BY THE ARCHITECT TO BE EQUAL TO THAT SO INDICATED OR SPECIFIED, THEN THE CONTRACTOR SHALL FURNISH AND INSTALL THE MATERIAL OR PROCESS SO INDICATED OR SPECIFIED BY NAME. WHENEVER IN THESE SPECIFICATIONS, THE BIDDER IS GIVEN AN OPTION OF FURNISHINQ ANY ONE OF SEVERAL MATERIALS OR PROCESSES SPECIFIED BY NAME, HE SHALL STATE IN WRITING THE ONE HE PROPOSES TO USE, OTHERWISE, HE SHALL USE SUCH ONE OF THEM AS SHALL BE REQUIRED BY THE ARCHITECT. THE CONTRACTOR SHALL, AT HIS EXPENSE, CARRY BODILY INJURY LIABILITY, AUTOMOBILE LIABILITY AND PROPERTY DAMAGE, CONTRACTUAL LIABILITY, PROPERTY DAMAGE AND WORKMEN'S COMPENSATION INSURANCE, CONSISTENT WITH THE SCOPE OF THE WORK. THE TITLE TO ALL WORK COMPLETED AND IN THE COURSE OF CONSTRUCTION AT THE SITE AND TO ALL MATERIALS WHICH ARE DELIVERED AND SUITABLY STORED AT THE SITE AND WHICH WILL NECESSARILY BE INCORPORATED IN THE PROJECT, AS BETWEEN THE OWNER AND THE CONTRACTOR AND /OR SUBCONTRACTOR, SHALL BE IN THE OWNER'S NAME. THIS ARTICLE SHALL GOVERN THE PASSING OF TITLE TO ALL WORK AND MATERIALS AFFECTED THEREBY. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH LABOR CONDITIONS IN THE MANUFACTURE AND INSTALLATION OF ALL HIS WORK, ACCEPTABLE TO LABOR AUTHORITIES. THE CONTRACTOR SHALL CONTEMPLATE ANY RISE IN THE COST OF LABOR OR MATERIALS FOR HIMSELF AND THE SUBCONTRACTORS DURING THE PROGRESS OF THE WORK, AND THUS WILL NOT BE COMPENSATED FOR SAME. THE DRAWINGS ARE INTENDED TO SHOW CORRECTLY THE EXISTING AND CONTIGUOUS WORK, PUT NEITHER THE ARCHITECT NOR THE OWNER GUARANTEES THAT SUCH WORK HAS BEEN OR WILL BE EXECUTED IN EXACT ACCORDANCE WITH THE DRAWINGS. THE CONTRACTOR SHALL, THEREFORE, EXAMINE AND VERIFY ANY WORK IN PLACE OFTEN, AS FURNISHED BY OTHERS, UPON WHICH HIS WORK IS IN ANYWAY DEPENDANT FOR ITS PERFECT EFFICIENCY ACCORDING TO THE INTENT OF THE PROJECT MANUAL, AND SHALL AT ONCE REPORT TO THE ARCHITECT ANY ERROR OR DISCREPANCY WHICH MAY APPEAR IN THE SAME SO THAT ,THE MATTER MAY BE EXPLAINED OR ADJUSTED BEFORE THE WORK IN QUESTION IS UNDERTAKEN. IN THE EVENT OF THE FAILURE OF THE CONTRACTOR TO GIVE SUCH NOTICE - BEFORE PROCEEDING WITH THE WORK, OR IF THE CONTRACTOR SHALL CONNECT HIS WORK TO SUCH ERRONEOUS WORK OF OTHER CONTRACTORS, HE SHALL ASSUME ALL CHARGES AND MAKE ANY CHANGES TO HIS WORK MADE NECESSARY BY HIS FAILURE TO OBSERVE THIS CONDITION. THE CONTRACTOR SHALL COMPLY WITH CHANGE ORDERS WITH RESPECT TO CHANGES IN THE LOCATIONS OF PARTITION WALLS, DOORS, OUTLETS, OR ANY OTHER BUILDING COMPONENT WITHOUT ADDITIONAL COMPENSATION IN THE EVENT THAT: A. SUCH CHANGES ARE ISSUED BEFORE ACTUAL CONSTRUCTION WORK ON SUCH COMPONENTS HAS BEEN COMPLETED, AND SUCH CHANCES DO NOT REQUIRE LABOR AND /OR MATERIAL IN EXCESS OF LABOR AND /OR MATERIAL REQUIRED FOR THE CONSTRUCTION OF SUCH COMPONENTS AS SHOWN ON THE CONTRACT DRAWINGS. IN THE EVENT SUCH CHANCES REQUIRE LABOR AND /OR MATERIALS IN EXCESS OF LABOR AND /OR MATERIAL REQUIRED FOR THE CONSTRUCTION OF SUCH COMPONENTS AS SHOWN ON THE CONTRACT DRAWINGS, CONTRACT PRICE OR ADJUSTED CONTRACT PRICE, PRICE SHALL BE ADJUSTED BY EITHER: A. THE COST OF THE ACTUAL LABOR AND MATERIAL REQUIRED PLUS THE OVERHEAD ATTRIBUTABLE TO SUCH CHANGE OR THE LUMP SUM PRICE NEGOTIATED BY THE OWNER WITH THE CONTRACTOR, AT THE OWNERS'S OPTION. THE CONTRACTOR'S PROPOSAL WITH RESPECT TO CHARGES FOR INDIRECT COSTS AND LISTINGS OF PLUS PERCENTAGES SHALL, AT THE OWNER'S OPTION, BE APPLICABLE TO ADJUSTMENTS IN THE CONTRACT PRICE OR ADJUSTED CONTRACT PRICE AS THE CASE MAY BE. THE ARCHITECT WILL FURNISH FROM TIME TO TIME WITH REASONABLE PROMPTNESS, BY MEANS OF DRAWWINGS OR OTHERWISE, SUCH ADDITIONAL INSTRUCTION, IF ANY, THAT MAY BE NECESSARY FOR THE PROPER EXECUTION OF THE WORK. ALL SUCH INSTRUCTIONS SHALL BE CONSISTENT WITH THE CONTRACT, THE TRUE DEVELOPMENTS THEREOF, OR REASONABLE INFERABLE THEREFROM, AND SHALL BECOME A PART THEREOF. THE CONTRACTOR SHALL REMOVE ALL GARBAGE, DEMOLITION AND DEBRIS FROM SITE. THE CONTRACTOR SHALL AT ALL TIMES, KEEP THE PREMISES CLEAN AND FREE FROM ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH FROM AND ABOUT THE JOB SITE AND ALL TOOLS, SCAFFOLDING AND SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN OR ITS EQUIVALENT, UNLESS MORE EXACTLY SPECIFIED. IN CASE OF DEFAULT, THE OWNER MAY REMOVE THE RUBBISH AND CHARGE THE COST THEREOF TO THE CONTRACTOR. • AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL GARBAGE, RUBBISH, DIRT DEBRIS AND STAINS CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL WORK. INCLUDING EQUIPMENT, FIXTURES, DUCTWORK, PIPING, APPLIANCES, ETC. AS REQUIRED FOR A NEAT APPEARANCE ACCEPTABLE TO THE OWNER AND THE ARCHITECT. CONTRACTOR IS TO TAKE ALL REASONABLE ACTIONS NECESSARY TO PROVIDE PROTECTION OF EXISTING STRUCTURES AND PREMISES, DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. CONTRACTOR TO REPAIR OR REPLACE, TO MATCH EXISTING, ANY DAMAGED OR DISTURBED AREAS OF EXISTING CONSTRUCTION DUE TO NEW WORK. PAINT: A. APPLY PAINT ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. B. . COMPLETELY COVER AREAS TO BE PAINTED TO PROVIDE A SMOOTH, OPAQUE SURFACE OF FINISH, COLOR, APPEARANCE AND COVERAGE. TWO COATS MINIMUM. C. DO NOT APPLY PAINT IN RAIN, FOG OR MIST, OR WHEN RELATIVE HUMIDITY EXCEEDS 85 %. D. AT ALL EXISTING WALLS TO REMAIN, THAT ARE TO BE REPAINTED,CLEAN /WASH THOROUGHLY EXISTING PAINT FINISH AND /OR SAND LIGHTLY AND PRIME AS REQUIRED, TO PROVIDE A SURFACE SUITABLE FOR APPLICATION /ADHESION OF NEW PAINT FINISH. SEE "A" ABOVE. SUBMIT A REPRODUCIBLE COPY AND FOUR (4) COPIES OF SHOP DRAWINGS FOR ALL CUSTOM FABRICATED ITEMS AND SUBMIT PRODUCT DATA AND SAMPLES FOR ALL FINISH MATERIALS FOR APPROVAL. THE NATURE OF THE OWNER'S WORK REQUIRES THAT THE CONTRACTOR'S WORK ON THE PROJECT MUST BE DONE IN A MANNER THAT WILL NOT INTERFERE WITH THE-OPERATIONS OF THE OWNER, AT THE PREMISES, INCLUDING SCHEDULING OF WORK, AUTOMOBILE PARKING FIELDS, INTERIOR ROADWAYS, MATERIALS AND WASTE MATERIAL STORAGE. THE CONTRACTOR WILL BE REQUIRED TO''PERFORM THE WORK IN SUCH ORDER OR ROTATION, INCLUDING TEMPORARY MOVES, AS REQUIRED IN THE OWNER'S OR ARCHITECT'S OPINION IN ORDER THAT THERE WILL BE NO INTERFERENCE BY THE CONTRACTOR AND THE CONTRACTOR'S SUBCONTRACTORS AND MATERIAL MEN WITR THE OPERATIONS OF THE OWNER. L � t4 14 t! /Le\ Pcl--) ULLNOSE COPING SUNDECK OVER CONCRETE SLAB ` 100W 12V LGT MAINDRAIN 11' -3'— . NZ 2 /I SKIMMER \ 1'6 1 5x5 1 0' • \ \ SWIMOUT I 8 'I r 4CUUM SOLAR INLET INLET POOL EQUIP WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE EXIST. SLAB POOL LAYOUT 1/4'.1'0 SELF CLOSING t L GATE SELF LATCHING I �- o _ —+- —•- —o- —o- —o- —e- 5�1 '.0-1 ° —� � i EXIST. 5' r 18.93— -" CHAIN LINK I ° 0 \ 29.85 FENCE f14 i 4 t r 25.55 t li• I° 200A u.G. WATER SERVICE 75.0 EQUIP ] PANEL METER 5025 N.E. 91 STREET SITE FLAT l 1' =20' SEPTIC TANK O 1 0 n 9 tu d1 r N N r 0 Q a_ �" :ti'•. nai.[.; .. t,s ,?.P Y rS +'. <:, \ATE WF FER- PE. 6' THICK GUNITE WALLS REINFORCED WITH • 3 BARS AT 10' CENTERS BOTH WAYS i 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED 6' THICK GUNITE FLOOR SLAB REINFORCED ,, NOTE: SECURE MAINDRAIN GRATE WITH • 3 BARS AT 10 ' CENTERS BOTH WAYS, WITH SCREWS FOOL. SECTION NO SCALE F.PL. METER PLUMBING NOTES: ELECTRICAL NOTES: 6' CERAMICS WATER LEVEL TIMER SWITCH 110V/12 V TRANSFORMER 200 AMP PNL J BOX 1 + BAR CONTINUOUS 4' CONCRETE SLAB M 'a•4,_�,� �1 • L ' ( 6x6. 10/10 lUM R. Zes 8' SL_4IS SECTION NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0' CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 Q. IN. OPEN AREA. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTI VORTEX TYPE. 2"14THWN 2. THlLN «1 •12 M 12 TIAN . THWN IN 1' COND. ❑ .12V POOL LIGHT 3"12 1 HP PUMP 1/2' CONDUIT ELECTRIC RISER ED IA R4M NO SCALE I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, ,4 REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 ,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P61. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH B ASED ON ACCEPTED ENGINEERING PRINCIPALS. RECIRCULATION PUMP 1 HP, 50 GPM AT 60' TDH SELF- PRIMING -- MIN. 18' BELOW WATER LEVEL 2"3 BARS ACROSS NICHE AIR RELIEF VALVE 1 I/2' POOL WASTE TO SPRINKLER POOL WALL STEEL T ' 1' O J NO UN CT N MEION TALIC CONDUIT BO LIGHT Bout BOND WIRE TO POOL STEEL UNDERWATER L.IC T DETAIL. NO SCALE POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFSC AND SPECIFICALLY 50012 (10) (aa) 'ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALSR1 SHALL BE ECUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. TI-4E DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR SAFETY NOTES: 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N3PI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: 'THERE 16 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 16 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' 3. ALL DOORS WITH DIRECT ACESS TO THE POOL AREA 3HALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR TI-4E DESIGN BEARING CAPACITY OF 2000 PSP. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. POOL FILTER WITH 100 SQUARE FEET OP FILTER SURFACE AREA / CARTRIDGE NOTE: STEP STEEL NOT REQUIRED WEIR TURBO BOOST INLET MM. 15 9Q. N. BASKET 11/2' TURBO RETURN 2' SUCTION SKIMMER SECTION NO SCALE 18' 12' 12' 1 I STEP DETAIL NO SCALE POOL COPING WATER LEVEL NYDROST4TIC UPL IPT POOL DATA: 4 RISERS AT 104 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR 2' TILE STRIP or CONTRASTING COLOR SWIMOUT' DETAIL NO SCALE SURFACE AREA (SO. FT.) 360 VOLUME (GALLONS) 10000 TURNOVER .NQvER (HOURS) 8 PERIMETER (FEET) 82 DECK AREA (SQ. PT.) 304 ELEV. TOP of POOL WALL 90 DEPTH OE POOL 6 0 ELEV. TOP OF MAINDRAIN 3.0 FLOOD CRITERIA 6 5 ELEV. TOP OF MAINDRAIN 30 POOL IN FLOOD CRITERIA 3.5 LESS 2'0' HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6' NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB 61-1ALL TAPER FROM 6' AT THE 61-4ALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED.